岩土锚固的现状与发展
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摘要
综合论述了地锚荷载传递机理以及岩土锚固作用机理,通过对锚杆结构型式、锚固机具、锚固材料、土钉墙、软土锚固等几方面的描述,介绍了岩土锚固技术的应用现状,并指出了研究中存在的问题及研究发展方向.
The research results on the mechanism of ground anchorages transferring load and reinforcement effect are presented in detail,and current research state of anchorage support theory for rocks and soils are described. The actual application state of anchorage technology is presented,such as types of bolt structure,anchorage machine,anchorage material,soil nailed wall and anchorage support of soft soils.The existing question and developing direction in study of anchorage support are also discussed.
The research results on the mechanism of ground anchorages transferring load and reinforcement effect are presented in detail,and current research state of anchorage support theory for rocks and soils are described. The actual application state of anchorage technology is presented,such as types of bolt structure,anchorage machine,anchorage material,soil nailed wall and anchorage support of soft soils.The existing question and developing direction in study of anchorage support are also discussed.
引文
1 徐祯祥.岩土锚固工程技术发展的回顾[A].见:中国岩土锚固工程协会主编.岩土锚固技术与西部开发[C].北京:人民交通出版社,2002
2 程良奎.岩土锚固的现状与发展[J].土木工程学报,2001,34(3) :7～16
3 孙钧.中国岩土工程锚固技术的应用与发展[A].见:熊厚金主编.国际岩土锚固与灌浆新进展[C].北京:中国建筑工业出版社,1996,27～32
4 程良奎.我国岩土锚固技术的现状与发展[A].见;中国岩土锚固工程协会主编.岩土工程中的锚固技术[C].北京:地震出版社,1992
5 Lutz L.Gergelcy P.Mochanics of band and slip of deformed bars in concrete[J].Journal of American Concrete Institute,1967,64(11) :711～721
6 Hansor N W.Influence of surface roughuess of prestressing strand on band performance[J].Journal of Prestressed Concrete Institute,1969,14(1) :32～45
7 Goto Y.Cracks formed in concrete around deformed tension bars[J].Journal of American Concrete Institute,1971,68(4) :244～251
8 Fuller P G,Cox R H T.Mechanics load transfer from steel tendons of cement based grouted[A].In:Proc.of Fifth Australasian Conference on the Mechanics of Structures and Materials[C].Melbonme:Australasian Institute of Mining and Metallurgy,1995
9 汉纳 T H[英].锚固技术在岩土工程中的应用[M].胡定译.北京:中国建筑工业出版社,1986
10 Stillborg B.Experimental investigation of steel cables for rock reinforcement in hard reck[Doctoral thesis][D].Sweden:Lulea University of Technology,1984
11 Nakakyama M,Beaudoin B B.A novel technique determining bond strength developed between cement paste and steel[J].Cement and Concrete Research,1987,22(3) :478～488
12 Goris J M,Conway J P.Grouted flexible tendons and scaling Investigations[A].In:Proceeding of the 13th World Mining Congress[C].Stockholm,Sweden:A.A.Bulkema,1987
13 Hyett A J,Bawden W F,Reichert R D.The Effect of Rock Mass Confinement on the Bond Strength of Fully Grouted Cable Bolts[J].Int.J.Rock Mech.Min.Sic.& Genomic.Abstr.,1992,29(5) :503～524．
14 Jarred D J,Haberfield C M.Tendon/grout interface performance in grouted anchors[A].In:Proc.Ground Anchorages and Anchored Structures[C].London:Thomas Telford,1997
15 程良奎·胡建林.土层锚杆的几个力学问题[A].见:中国岩土锚固工程协会主编.岩土工程中的锚固技术[C].北京:人民交通出版社,1996
16 唐湘民.岩体锚固效应模型试验研究及解析计算[硕士学位论文][D].武汉:中国科学院武汉岩土力学研究所,19870
17 邹志晖,汪志林.锚杆在不同岩体中的工作机理[J],岩土工程学报,1993． 15(5) :71～78
18 葛修润.刘建武.加锚节理面抗剪性能研究[J].岩土工程学报.1988,10(1) :8～19
19 孙建生,涌井哲夫,樱井春辅.一个新的节理岩体力学分析模型及其应用[J].岩石力学与工程学报,1994． 13(3) :193～204
20 朱维申,白世伟.预应力锚索加固机理研究[R].武汉:中国科学院武汉岩土力学研究所,1995
21 张玉军.锚固岩体流变特性的模型试验及理论研究[博士学位论文][D].上海:同济大学,1992
22 李术才.加锚断续节理岩体断裂损伤模型及其应用[博士学位论文][D].武汉:中国科学院武汉岩土力学研究所,1996
23 杨延毅.王慎跃.加锚节理岩体的损伤增韧止裂模型研究[J].岩土工程学报,1995． 17(1) :9～17
24 程良奎,张作瑁,杨志银.岩土加固实用技术[M].北京:地震出 版社.1994
25 彭守拙,梁毅.喷锚支护对花岗岩破坏的防护作用[J]岩石力学与工程学报,1994,13(4) :327～338
26 陶龙兆,侯公羽.超前锚杆预支护机理的力学模型研究[J].岩石力学与工程学报,1996,15(3) :242～249
27 肖建秋,卿笃干,赵海斌.锚轩网格梁在护坡中的作用与机理分析[J].岩石力学与工程学报,2002． 21(增):2218～2220
28 侯朝炯,勾樊峰.巷道锚杆支护围岩强度强化机理研究[J].岩石力学与工程学报.2000． 19(3) :342～345
29 王卫军,侯朝炯.软岩巷道支护参数优化与工程实践[J].岩石力学与工程学报.2000,19(5) :647～650
30 唐树名,吕常新,邓安福.混合式锚固结构在高速公路路堑边坡加固中的应用研究[J].岩石力学与工程学报,2002． 21(5) :702～704
31 林成功,吴德伦.多功能锚固新工法--自钻灌浆式锚轩[J].岩石力学与工程学报,2002,21(5) :712～716
32 庄心善,胡其志,何世秀.锚轩加固岩体边坡设计法分析[J].岩石力学与工程学报,2002． 21(7) :1013～1015
2 程良奎.岩土锚固的现状与发展[J].土木工程学报,2001,34(3) :7～16
3 孙钧.中国岩土工程锚固技术的应用与发展[A].见:熊厚金主编.国际岩土锚固与灌浆新进展[C].北京:中国建筑工业出版社,1996,27～32
4 程良奎.我国岩土锚固技术的现状与发展[A].见;中国岩土锚固工程协会主编.岩土工程中的锚固技术[C].北京:地震出版社,1992
5 Lutz L.Gergelcy P.Mochanics of band and slip of deformed bars in concrete[J].Journal of American Concrete Institute,1967,64(11) :711～721
6 Hansor N W.Influence of surface roughuess of prestressing strand on band performance[J].Journal of Prestressed Concrete Institute,1969,14(1) :32～45
7 Goto Y.Cracks formed in concrete around deformed tension bars[J].Journal of American Concrete Institute,1971,68(4) :244～251
8 Fuller P G,Cox R H T.Mechanics load transfer from steel tendons of cement based grouted[A].In:Proc.of Fifth Australasian Conference on the Mechanics of Structures and Materials[C].Melbonme:Australasian Institute of Mining and Metallurgy,1995
9 汉纳 T H[英].锚固技术在岩土工程中的应用[M].胡定译.北京:中国建筑工业出版社,1986
10 Stillborg B.Experimental investigation of steel cables for rock reinforcement in hard reck[Doctoral thesis][D].Sweden:Lulea University of Technology,1984
11 Nakakyama M,Beaudoin B B.A novel technique determining bond strength developed between cement paste and steel[J].Cement and Concrete Research,1987,22(3) :478～488
12 Goris J M,Conway J P.Grouted flexible tendons and scaling Investigations[A].In:Proceeding of the 13th World Mining Congress[C].Stockholm,Sweden:A.A.Bulkema,1987
13 Hyett A J,Bawden W F,Reichert R D.The Effect of Rock Mass Confinement on the Bond Strength of Fully Grouted Cable Bolts[J].Int.J.Rock Mech.Min.Sic.& Genomic.Abstr.,1992,29(5) :503～524．
14 Jarred D J,Haberfield C M.Tendon/grout interface performance in grouted anchors[A].In:Proc.Ground Anchorages and Anchored Structures[C].London:Thomas Telford,1997
15 程良奎·胡建林.土层锚杆的几个力学问题[A].见:中国岩土锚固工程协会主编.岩土工程中的锚固技术[C].北京:人民交通出版社,1996
16 唐湘民.岩体锚固效应模型试验研究及解析计算[硕士学位论文][D].武汉:中国科学院武汉岩土力学研究所,19870
17 邹志晖,汪志林.锚杆在不同岩体中的工作机理[J],岩土工程学报,1993． 15(5) :71～78
18 葛修润.刘建武.加锚节理面抗剪性能研究[J].岩土工程学报.1988,10(1) :8～19
19 孙建生,涌井哲夫,樱井春辅.一个新的节理岩体力学分析模型及其应用[J].岩石力学与工程学报,1994． 13(3) :193～204
20 朱维申,白世伟.预应力锚索加固机理研究[R].武汉:中国科学院武汉岩土力学研究所,1995
21 张玉军.锚固岩体流变特性的模型试验及理论研究[博士学位论文][D].上海:同济大学,1992
22 李术才.加锚断续节理岩体断裂损伤模型及其应用[博士学位论文][D].武汉:中国科学院武汉岩土力学研究所,1996
23 杨延毅.王慎跃.加锚节理岩体的损伤增韧止裂模型研究[J].岩土工程学报,1995． 17(1) :9～17
24 程良奎,张作瑁,杨志银.岩土加固实用技术[M].北京:地震出 版社.1994
25 彭守拙,梁毅.喷锚支护对花岗岩破坏的防护作用[J]岩石力学与工程学报,1994,13(4) :327～338
26 陶龙兆,侯公羽.超前锚杆预支护机理的力学模型研究[J].岩石力学与工程学报,1996,15(3) :242～249
27 肖建秋,卿笃干,赵海斌.锚轩网格梁在护坡中的作用与机理分析[J].岩石力学与工程学报,2002． 21(增):2218～2220
28 侯朝炯,勾樊峰.巷道锚杆支护围岩强度强化机理研究[J].岩石力学与工程学报.2000． 19(3) :342～345
29 王卫军,侯朝炯.软岩巷道支护参数优化与工程实践[J].岩石力学与工程学报.2000,19(5) :647～650
30 唐树名,吕常新,邓安福.混合式锚固结构在高速公路路堑边坡加固中的应用研究[J].岩石力学与工程学报,2002． 21(5) :702～704
31 林成功,吴德伦.多功能锚固新工法--自钻灌浆式锚轩[J].岩石力学与工程学报,2002,21(5) :712～716
32 庄心善,胡其志,何世秀.锚轩加固岩体边坡设计法分析[J].岩石力学与工程学报,2002． 21(7) :1013～1015
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